CN207570873U - A kind of positioning slide formula rock angle shearing die - Google Patents
A kind of positioning slide formula rock angle shearing die Download PDFInfo
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- CN207570873U CN207570873U CN201721754138.6U CN201721754138U CN207570873U CN 207570873 U CN207570873 U CN 207570873U CN 201721754138 U CN201721754138 U CN 201721754138U CN 207570873 U CN207570873 U CN 207570873U
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- clamp body
- positioning slide
- fixture
- shearing die
- slide formula
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Abstract
The utility model discloses a kind of positioning slide formula rock angle shearing die, and including two fixtures being oppositely arranged up and down, each fixture includes interior clamp body and two outer clamp bodies for clamping interior clamp body, and the specific inside of inner clip forms the three-dimensional empty slot of clamping test block；The outboard end of each fixture is fixed with backing plate, and the outer layer of backing plate is equipped at intervals with multiple roller bearings, and roller bearing connection is located at the axis row in outside；Two opposite baffles are respectively fixed on the outside of each fixture, both sides are connected with bar between two baffles, there is the sliding slot of arc on two specific clamping faces of outer clip, inner clip is specifically had the protrusion sliding block coordinated with sliding slot by the both sides in folder face, two outer clips are particularly formed there are one dowel hole, the specific surface of inner clip is formed with the location hole of multiple arcs arrangement, and positioning pin passes through the dowel hole to can be inserted into the position positioning for realizing internal clamp body in a location hole.The utility model realizes angle using positioning slide, has globality and flexibility.
Description
Technical field
The utility model is related to During Geotechnical Tests technical fields, and in particular to a kind of positioning slide formula rock angle shears mould
Tool.
Background technology
With the development of science and technology and modern industry, the application field of rock material is increasingly extensive.Rock and rock mass are made
For engineering research object, the selection of parameter has important practical significance for engineering design and structural stability evaluation.
Compression-shear test mold traditional at present, has the following problems：
(1) traditional moulds some positions angle using ball, and rolling is gone out according to required shearing inclination on curb pins tool
Pearl groove, by ball, different riding position realizes that angle is sheared therebetween.This design easily causes ball abrasion, so as to
Inside and outside initiation on fixture ball groove stress concentration, fixture is caused to destroy, durability is not high.
(2) connection of traditional moulds and forcing press is unsatisfactory, mostly the design without horizontal displacement device or only exists
Instrument upper end sets horizontal displacement device, and when experiment can not ensure that pressure position direction and forcing press central axes are coaxial, effect
Not as good as the instrument of both ends setting horizontal displacement device, horizontal displacement caused by causing instrument tip frictional force due to loading is offset
Effect situations such as not optimizing, unbalance loading may be caused, so as to reduce the accuracy of experiment.
(3) traditional moulds employ the combination of the parts such as bearing, angle adjustment wedge, plane bearing, realize rock change
The major function of angle shearing, but in design three be it is isolated place, each part is needed successively as loose mail stacks during experiment,
Mold also needs to be bundled in above forcing press using iron wire in experiment, and when use is very inconvenient and cumbersome.
(4) for set of rock shearing mold pair, shearing inclination is unique, is needed since shearing inclination changes using not
Same mold is secondary and causes test operation cumbersome.In addition, rock shearing mold pair easily occur in use edge gnaw it is bad
Phenomenon, thereby results in mold global failure, and frequent renewal part increases experimentation cost.
To sum up for rock angle shearing die, consume fast there is complicated, partial component in varying degrees and become
The problems such as angle complicated mechanism.To realize accuracy, the ease for operation of the shearing of rock angle, a kind of novel positioning slide formula is developed
Rock angle shearing die, it is meaningful.
Utility model content
The purpose of this utility model is to be directed to technological deficiency in the prior art, and provides a kind of positioning slide formula rock
Stone angle shearing die.
Technical solution is used by realize the purpose of this utility model：
A kind of positioning slide formula rock angle shearing die, including two fixtures being oppositely arranged up and down, each folder
Tool includes interior clamp body and the interior clamp body is clamped to and can made two outer clamp bodies of the interior clamp body rotation, described interior
The inside of clamp body forms the three-dimensional empty slot for clamping test block；The outboard end of each fixture is fixed with backing plate, the pad
The outer layer of plate is equipped at intervals with multiple roller bearings, and the roller bearing connection is located at the axis row in outside；The outside of each fixture is solid respectively
It is fixed there are two opposite baffle, both sides are connected separately with bar between two baffles, and two outer clips specifically clamp
There is the sliding slot of arc on face, the inner clip is specifically had the protrusion sliding block coordinated with the sliding slot by the both sides in folder face, and two outer
It is formed on clamp body there are one dowel hole, the specific surface of inner clip is formed with the location hole of multiple arcs arrangement, one
Positioning pin passes through the dowel hole to can be inserted into the position positioning for realizing internal clamp body in a location hole.
The baffle is connected with the protrusion that the outside both ends of the fixture are formed with by screw, the both ends of the bar
There is locking nut.
Two outer clips are particularly formed there are three the rivet hole of arc shape arrangement, and three corresponding rivets pass through described
Two outer clamp bodies are connected by rivet hole.
The backing plate is connected with the connecting end surface of fixture with sunk screw.
Axis row, which with the roller bearing arranges the arc groove formed by axis and is in contact, to be connect.
The specific inside of the outer clip is arcwall face.
The utility model realizes angle using positioning slide, so as to avoid being disturbed in experiment loading procedure to first retainer
It is dynamic, improve its accuracy；Both ends set roller bearing and axis row's structure, reduce the friction between forcing press and instrument top surface, improve
The alignment of vertical load；With globality and flexibility.
Description of the drawings
Fig. 1 is the overall structure diagram of positioning slide formula rock angle shearing die；
Fig. 2 is the schematic front view of positioning slide formula rock angle shearing die；
Fig. 3 is the diagrammatic cross-section of positioning slide formula rock angle shearing die；
Fig. 4 is the vertical view of positioning slide formula rock angle shearing die；
Fig. 5 is the specific schematic front view of outer clip；
Fig. 6 is the specific schematic front view of inner clip；
Fig. 7 is the schematic front view of axis row.
Specific embodiment
The utility model is described in further detail below in conjunction with the drawings and specific embodiments.It should be appreciated that this place
The specific embodiment of description is only used to explain the utility model, is not used to limit the utility model.
Referring to shown in Fig. 1-7, a kind of positioning slide formula rock angle shearing die, two including being oppositely arranged up and down press from both sides
Tool, each fixture include interior clamp body 1 and the interior clamp body are clamped to and can made two of the interior clamp body rotation
Outer clamp body 3, the specific inside of the inner clip form the three-dimensional empty slot 20 for clamping test block 10；The outside of each fixture
End is fixed with backing plate 8, and the outer layer of the backing plate is equipped at intervals with multiple roller bearings 7, and the roller bearing connection is located at the axis row 6 in outside；Often
Two opposite baffles 5 are respectively fixed on the outside of a fixture, both sides are connected separately with bar between two baffles
4, have the sliding slot 17 of arc on two specific clamping faces of outer clip, the inner clip specifically by the both sides in folder face have with it is described
The protrusion sliding block 21 of sliding slot cooperation, two outer clips are particularly formed there are one dowel hole 18, the specific surface shape of inner clip
Into the location hole 19 for there are multiple arcs to arrange, after a positioning pin 15 passes through the dowel hole, a positioning can be inserted into
The position positioning of internal clamp body is realized in hole.
Wherein, the baffle is the plate of U-shape, passes through 12 phase of screw with the protrusion that the outside both ends of the fixture are formed with
Connection, there is locking nut 14 at the both ends of the bar.
Wherein, two outer clips particularly formed there are three arc shape arrangement rivet hole 16, three corresponding rivets 9
Two outer clamp bodies are connected across the rivet hole.
Wherein, the backing plate is rectangular slab, has counter sink thereon, and be connected with the connecting end surface sunk screw 13 of fixture
It connects.
Wherein, multiple spaced arc grooves 61 of the bottom of the axis row, and arranged with multiple roller bearings by axis
The arc groove of upper formation is in contact connection.
Wherein, the specific inside of the outer clip is arcwall face, and the specific top of inner clip is arcwall face.
It should be noted that in the utility model, the curb pins concrete composition variable-angle device, variable-angle device passes through cunning
The angle shearing for coordinating realization rock of rail and sliding slot, forms horizontal displacement device by roller bearing and axis row, is then sheared to offset
Horizontal displacement when instrument works.
It should be noted that in the utility model, the specific clamping face of inner clip has cube empty slot, is tried for placing
Sample, such as rock, top are arc shape structure, and top arc both sides are the protrusion sliding block, are nested in the specific sliding slot of outer clip,
It can realize and be rotated along the sliding slot, realize angle.
Wherein, the location hole is the round hole that sliding block both sides are specifically protruded positioned at the inner clip, and 5 ° are arranged at intervals,
Ranging from 30 ° -75 ° of angle.The label of angle needed for can also being marked in the cambered surface of the protrusion sliding block of the both sides of interior clamp body.
Furthermore it is also possible to the corresponding knob of side setting on the outside of interior clamp body, during experiment, by pulling knob 11, (knob 11 is one
A rectangular panel body is fixed with interior clamp body 1 by screw, and outside the outer clamp body) clamp body rotation in rotation, become with realizing
Angle.
It should be noted that in the utility model, the outer clip is specially former and later two parts, the complete phase in the two parts
Together, and three arcs are respectively equipped with there is through-hole, and the through-hole of two parts can dock, interior clamp body is assembled in outer clip
After in specific groove, outer clamp body two parts are connected as an entirety by three cylindric rivets, and by interior specific folder
Firmly, so as to form variable-angle device.
In the shearing loading procedure of rock sample, to ensure first retainer, prevent interior clamp body from being slided in sliding slot
It is dynamic, implement to position by positioning pin, positioning pin is inserted into inner clip specifically in circular location hole directly through outer clamp body.
It should be noted that in the utility model, work since shearing die is installed in forcing press, forcing press
It is in contact at the top of pressurized plane and shearing die, due to the frictional force on contact surface, can make that there is a calibration under loading
High shearing die generates horizontal comparison, and Tab phenolphthaleinum causes axial compressive force position and boxshear apparatus center axis deviation thereafter, can influence
The accuracy of experiment, therefore, the rolling that this shearing die is arranged by two side axles can offset this displacement, make instrument in horizontal direction
Keep a kind of equilibrium state.
It should be noted that in the utility model, the roller bearing and axis row are disposed on the specific both ends of outer clip, roller bearing and
Axis discharge is placed on the billet of outer clamp body top surface, and is subject to baffle and is limited it in being moved in horizontal direction, and baffle is directly solid
The specific top of outer clip is scheduled on, both ends setting lever is connected on baffle, to prevent roller bearing and axis row from skidding off outer clip and specifically pushing up
End.By being laid with high strength steel backing plate on the contact surface of outer clamp body both ends and roller bearing, it is allowed to meet the roller bearing under high pressure load
The intensity requirement of applied line load.
The utility model realizes angle using positioning slide, so as to avoid being disturbed in experiment loading procedure to first retainer
It is dynamic, improve its accuracy；Both ends set roller bearing and axis row's structure, reduce the friction between forcing press and instrument top surface, improve
The alignment of vertical load；With globality and flexibility.
The above is only the preferred embodiment of the utility model, it is noted that for the general of the art
For logical technical staff, under the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these change
The scope of protection of the utility model is also should be regarded as into retouching.
Claims (6)
1. a kind of positioning slide formula rock angle shearing die, which is characterized in that including two fixtures being oppositely arranged up and down, often
A fixture includes interior clamp body and the interior clamp body is clamped to and can made two outer fixtures of the interior clamp body rotation
Body, the specific inside of the inner clip form the three-dimensional empty slot for clamping test block；The outboard end of each fixture is fixed with pad
Plate, the outer layer of the backing plate are equipped at intervals with multiple roller bearings, and the roller bearing connection is located at the axis row in outside；Outside each fixture
Side is respectively fixed with two opposite baffles, and both sides are connected separately with bar, two outer fixtures between two baffles
There is the sliding slot of arc on the clamping face of body, the inner clip specifically has the protrusion coordinated with the sliding slot to slide by the both sides in folder face
Block, two outer clips are particularly formed there are one dowel hole, and the specific surface of inner clip is formed with determining for multiple arcs arrangement
Position hole, a positioning pin, which can be inserted into across the dowel hole in a location hole, realizes that the position of internal clamp body is determined
Position.
2. positioning slide formula rock angle shearing die as described in claim 1, which is characterized in that the baffle and the fixture
The protrusion that is formed with of outside both ends be connected by screw, there is locking nut at the both ends of the bar.
3. positioning slide formula rock angle shearing die as described in claim 1, which is characterized in that two outer clips are particularly
It is formed there are three the rivet hole of arc shape arrangement, three corresponding rivets pass through the rivet hole by two outer clamp body phases
Connection.
4. positioning slide formula rock angle shearing die as described in claim 1, which is characterized in that the company of the backing plate and fixture
Contact surface is connected with sunk screw.
5. positioning slide formula rock angle shearing die as described in claim 1, which is characterized in that the axis row and the roller bearing
The arc groove formed is arranged by axis to be in contact connection.
6. positioning slide formula rock angle shearing die as described in claim 1, which is characterized in that the specific inside of outer clip
For arcwall face.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721754138.6U CN207570873U (en) | 2017-12-15 | 2017-12-15 | A kind of positioning slide formula rock angle shearing die |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721754138.6U CN207570873U (en) | 2017-12-15 | 2017-12-15 | A kind of positioning slide formula rock angle shearing die |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207570873U true CN207570873U (en) | 2018-07-03 |
Family
ID=62687059
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721754138.6U Active CN207570873U (en) | 2017-12-15 | 2017-12-15 | A kind of positioning slide formula rock angle shearing die |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207570873U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109443914A (en) * | 2019-01-02 | 2019-03-08 | 中国科学院地质与地球物理研究所 | Variable-angle compression-shear test fixture and its application method |
| CN112014199A (en) * | 2020-08-26 | 2020-12-01 | 东北大学 | Rock variable-angle shearing device and test method thereof |
-
2017
- 2017-12-15 CN CN201721754138.6U patent/CN207570873U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109443914A (en) * | 2019-01-02 | 2019-03-08 | 中国科学院地质与地球物理研究所 | Variable-angle compression-shear test fixture and its application method |
| CN112014199A (en) * | 2020-08-26 | 2020-12-01 | 东北大学 | Rock variable-angle shearing device and test method thereof |
| CN112014199B (en) * | 2020-08-26 | 2021-09-28 | 东北大学 | Rock variable-angle shearing device and test method thereof |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 300204 No. 217 Racecourse Road, Tianjin, Hexi District Patentee after: Tianjin Water Planning Survey and Design Co., Ltd Address before: 300204 No. 217 Racecourse Road, Tianjin, Hexi District Patentee before: TIANJIN WATER RESOURCES SURVEY AND DESIGN INSTITUTE |
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| CP01 | Change in the name or title of a patent holder |